HomeMy WebLinkAbout1000-91.-1-8 OFFICE LOCATION: MAILING ADDRESS:
Town Hall Annex o f S�U�, P.O. Box 1179
54375 State Route 25 O�� y�l Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) O
Southold, NY � � Telephone: 631 765-1938
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: November 16, 2021
Re: LWRP Coastal Consistency Review for MICHAEL JENSEN & DONNA LA MANQUE
SCTM# 1000-91-1-8
MICHAEL JENSEN & DONNA LAMANQUE request-ah Administrative Permit for an as-built
installation of an I/A OWTS septic system. Located: 440 Sunset Way, Southold. SCTM#: 1000-
91-1-8
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation
that the proposed action is CONSISTENT with the LWRP and therefore CONSISTENT with the
LWRP.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in
preparing its written determination regarding the consistency of the proposed action.
Cc: Damon Hagan, Assistant Town Attorney
Town of Southold 'R ECEIVED
r
,LWRP CONSISTENCY ASSESSMENT FORM NOV 0 9 2021
A. INSTRUCTIONS Southold Town
Planning Board
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
-minor action list, policies and explanations of each policy contained in the Town of Southold Local
---- ------- Waterfront Revitalization—Program.--A-uroposed_actionwill,beivaluated as to its s nriirficarit
beneficial and adverse effects upon the coastal area(which includes all of Southold Town)_
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus., each answer.must be explained in detain, listing-both supporting- and non-
stip
t�ba g�fa ts. If an action cannot be certified as consistent with-the LWRP policy standards and
conditions, tshallmot:be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITU ATTR PROPOSED ACTION
SCTMN- 2/--- --- _ l -- .r' _
PROJECT NAME 1pzwsEr —6,,A4M b e-
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital
construction,planning activity, agency regulation,land transaction) ❑
(b) Financial assistance(e.g.grant,loan,subsidy)
(c) Permit, approval,license,certification:
Nature and extent of action:
Ivew /4. //j of shl,171lAy s ys �
P
Location of action:_ y0 �v�s��r� �•i9Y -CO UMo 610 y//9 7/
Site acreage: D,
Present land use: /��siA��T�� Sv/��r✓��,✓
Present zoning classification:
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: RNs 65;J.
------ --- ---- - --- -- — --
-(b�Mailing address:- --- - -- ��Y s�iei.�✓f-Si:, ®2T �f�2so 77--
(c) Telephone number: Area Code F- 0/6_s'0
(d) Application number,if any: _ 1
Will the action be directly undertaken,require funding,or approval by a state or federal agency?
Yes 1-1. No P If yes,which state or federal ggegcy9
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED-COAST-POLICY
]Policy 1.. Poster a pattern of development in the Town of Southold that enhances community character,
preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and
minimizes adverse effects of development. See LNVRP Section M-Policies; Page 2 for evaluation
criteria.
0 Yes Q No 2"Not Applicable
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWlP Section M-Policies Pages 3 through 6 for evaluation criteria
1-1 Yes 5 leo 2 Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
lLWRP Section M—Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No Not Applicable
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LVV"
Section III—Policies Pages 8 through 16 for evaluation criteria
-❑ Yes ❑ No [�KNot Applicable
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply,in the Town of Southold. See LUMP Section M
—Policies Pages 16 through 21 for evaluation criteria
1 1Y'es ❑ No ❑Not Applicable
71-l!1 Z44 -lV SydiM/"1 in�s7JA[ c.77nr-� mit! i7/Ef CAAA4111rY
Z`o �NA�cE ivi?Y�o�e� ii�r�ev �°��e7,✓l�.vl�ae v sv2F.vcE.�.aT�.2�
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See ILNYII;P Section M—Policies; Pages 22
through 32 for evaluation criteria.
❑ ❑
Yes No Not Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section M - Policies
Pages 32 through 34 for evaluation criteria.
-Yes-O Ido-�N"ot-Applicable---- - - - - -- - --
Attach additional sheets if necessary
Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LVVRP Section M-Policies; Pages 34 through 38 for evaluation criteria.
Yesr] No �Not Applicable
PUBLIC COAST POUCHES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LVVRP Section M-Policies; Pages 38 through 46 for evaluation
criteria.
Yef] leo[ Not Applicable
Attach additional sheets if necessary
WOREING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LBVRP Section Ptlt–Policies; Pages 47 through 56 for evaluation criteria.
[I Yes ,❑ No 2'iqot Applicable
Attach additional sheets if necessary
----Policy 11.—* Pr-omote–sustainable–use--of-living--marine--resources–in--L-ong Island–Sound,the–Peconic
]Estuary and Town waters. See LNVRP Section M–Policies; Pages 57 through 62 for evaluation criteria.
F]Yes 11 No DNot Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section ffi--Policies; Pages
62 through 65 for evaluation criteria.
0 Yes No evu Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate nese and development of energy and mineral resources. See LVMP
Section IH–Policies; Pages 65 through 68 for evaluation criteria.
Yes [:1 No Not Applicable
PREPARED BY A�jj t,--j TITLE Co-otW6A- DATE lc a o a
A5-BUILT SITE INFORMATIOPJ
-SUFFOLK COUNTY TAX MAP ID 1000-9 I-1-8
-EXIS.IIJG 4 5EDFUOty:MUhAE NO PP.UPOSED CONSTRUCTION
PUCTIOIV �;, ���•�£.„��
-LOT AREA O 33,ACRES, 14 195 5- r
PP.OPERTY LOCATED AT 440 SUNSET WAY
g- -SOUTHOLD,TOW,'OF SOUTHOLD 5UFFOLKCOUNTY.NEN'YORY,
-SURVEY PROVIDED B:'JOHN C EHLERS LAND SURVEYOR
Re
+ kSURVEYED 07-30-2004 UPL ED 04-27-2005 -1 VERTICAL DATUM-NAVD'I"8b DAt UM �
v �(�� -SURFACE W,TER 5HO1A1V ON SURV=195iTE PLAN bI
Existing , h G _ ,_ T 10" s1�
�sh_+t"/ -ALL HOI✓IE5 WITHIN 150LF ARE CONNECTED TO PUBLIC WATER. -0,
=
8 3=5. GENERAL NOTESO�� S ��t
EXXI5TING 4-BEDROOM HOME WITH FAILING SANITARY BLOCY,CE-55POOL(5)
5Ec oR LAND N!F OF FRANK.�IANGANO 2 EMERGENCY I/A Oa1T5 SANITARY REPLACEMENT DE51GN-SUFFOLK COUNTY SIP GRANT PROJECT
`� - IMPROVED-PUBLIC WATER- Y`< 3 51TE PLAN AND REFERENCE ELEVATIONS TO BE U5ED FOP.EMEFGENCY I/A OIAT5 5ANITAR` 5f5TEM
f+ CONST RUCTION ONLY EXACT PI ROPERTY 5TFUCTURE FOOTPRINT_PROPERTY BOUNDARIES.TANI,
�Gy iG) OVERHEAD AND U7ILITY LOCATION5 AND ELEVATIONS ARE NOT GUARANTEED.
9 .e ELECTRICAL 4 ON5ITE UTILITY MARK-OUT5 TO BE PERFORMED BY CONN.RACTOR PRIOR TO PERFORMING SITE
1��- SERVICE WORK
A
139.669 "`-'` Y y 5 SUIL TEST MOLE DATA PROVIDED FOR NEIGHBORHOOD HOME LOCATED AT 2555 CEDAR BEACH
H SF ¢ ROAD.SOUTHOLD NY.R 1 O-1 3-002 5F SAND MATERIAL WA5 FOUND 3 O'BELOW GRADE
$ GRCUNDVIATER l•'/A5 FOUND AT EL O 5'
rrr `f'"' •5 r f G EXISTING SAIJITARY BLOCK CESSPOOLS TO BE PUMPED AND REMOVED OR ABANDONED AS
-" '_ _ ' 14ECE55APY PER 5CDM5 STANDARDS U
1 .* rrf3 y ` t 7 THE HYDROACTION TANr IS ANTICIPATED TO BE IN GROUNDWATER THE CONTRACTOR IS
has X 7 ffi6 1 X{ j,� G s RESPONSIBLE 70 DEN✓ATER A5 NECESSARY AND INSTALL 5CDHS APPROVED ANTI-BUOYANCY Z
DE=,OMAN FOR PRECAST CONCRETE HYDROACTION TANr\ W
X E PROPOSED I/A GNTS SEPTIC SYSTEM FOR UP TO 4 BEDROOM r^ESIDENCE Q
f a FrcrtiE l I ONE(I)PRECA5T HYDPOACTION MODEL AN-5000 I/A OWi5 UA ANTI-BUOYANCY-TRAFFIC RATED
PJ5EP'5 AND CA5TING5 TO GRADE W � e-
? 2. ONE HYDROACTION BLOWER VENT AND CONTROL ASSEMBLY
- _ e- to _ i 3 ONE ORENCO 51MFLEX PUMP STATION'AND PP3005 PUMP
f t .rlor s _ _ ` 4 TWO(2)25 5 LF ROW5 OF I-FOOT EFFECTIVE DEPTM TRAFFIC RATED LEACHING GALLEY?SD Z W
saY4 y� LEACM!NG TP.EPJCHES.TOTAL OF
51X(G) I-FOOT LEACHING GALLEYS Li f Q
5 F'PROXIVIATELY 30 YARDS OF CLEAN SAND FILL FOR P5D LEACHING TRE!VCHE5 (� � �
} ` VIAGENERAL 5ANITARSYSTEM AND iN5TALLATION NOTES Q
Frame H4USe h � r PUBLIC
• ' `� OV<TS SEPT'TIG S`.. R STEM DESIGNED FUUP TO 4 BEDROOM HPOME,ER SU`FOU COUNTY�'
COU
Xof= WATER
DEPARTMENT OF HEALTH STANDARDS(5DS)FIN. FLOOR ELbd' � C) F-
EXISTING SEWER INVERT TO BE RELOCATE 1 .> i r r SERVICE 2 CONTRACTOR 15 RE5P014515LE PGR DEAVATERING AS IJECE55.ARr' GROUNDWATER ANTICIPATED .J 'I D
N a TO BE 4 +/-BELOU•!NATIVE GR DE DEPENDING ON TIDAL CONDITIONS COIVTPACTOR TO 7ACE W O `
xx a BY LICENSED PLUMBING CONTRACTOR. ; 3 ' a-" o� ALL NECESSA?Y STEPS TO?'OPERLY ItVSTALL TAN!:S AND DEADh,IAIJ IPJ HIGH GROUNDWATER Q U)
{ 1 C S CONDITIONS IP K K,
�- a OLDITIGIV_ rN ORT OF SAND OR PEA GRAVEL MAY BE REQUIRED
° tt EXISTING BLOCK CESSPOOL TO BE PUMPE
FxIS FFE 82 � L � 3 SANITARY C-RAVIiI'DRAIN PIPE IMJERT TO BE P.ELOCATED AND BE 4-IiVCH CAST IP.Orc AT
AND ABANDONED PERSCDHS STANDARDS. F PROP IE 52't L• U
WOOD DECK - P OPA E FOUNDATION PENETRATION AND 4-INCm PVC 5DR35 DOAIN5TREAM OF FOUNDATION
j (+ EXIS GRADE62 t l�
E]=7.2 4 VA ONTS SHALL BE TE5TED FOR IAltTER TIGHTNESS PRIOR TO ARRIVING ON51TE U5INIG THE
ov - METHOD APPROVED BY MANUFACTURER
c } 5 } y ' '' EXISTING PROPANE TANK. 5 THE DESIGN ENGINEER SHALL OVERSEE THE OWT5 DUPING EMERGENCY INSTALLATION AND
MAINTAIN 10'SETBACK TO _'Y5TEM STARTUP
^ �Q SANITARY STRUCTURES."' 6. THE ONTS INSTALLER SMALL BE LICENSED HOLD AN ENDORSEMENT FROM 5CDHS AND BE A
"^ �'d - HYDROACTION AUTHOR!?ED INSTALLED,
s; 60'f
i � V 0 5'MIN `" TME OV�,rI-5 INSTALLED SHALL P.EG TER 7HE ONSITE TREATMEha7 SYSTEM WITH 5CDHS. THE
O
!0 X e i`�` L�' L `�" 8' CESIC-N ENGINEER SMAL L PP.OVID?SCERTlFICATIOPa DOCUMENTS A` REQUIRED BY 5CDH5
EXISTING LEACHING SETBACK TO� LG LG [Lir o F c S AN OPEP.ATION AND IAAINTENANCE COWRACT BETWEEN THE 1,1AINTENANCE PROVIDER-AND THE z
d PROPERTY OWNER SHALL BE PRO\/IDED TO 5CDHS FOR!/A O14 i-S AND P5D SYSTEM W
t SURFACE WATER 60 LF 3 l
_ X �'J`� ,z 9. A G4RBAGE GRINDER SHALL I10T BE INST4LLED UPSTREAM OF THE OVJFS �C
x e 3 s� 1- LG LG LG k !0 WA-ER SOFTENER DAC1:Vv'ASH SHALL rJOT 6E FLUSHED TO PROPOSED SEPTIC SYSTEM W r�
M. 115'f I COr:TRACTOR IS RESPONSIBLE TO GBTAIIv TOWN BUILDING PERMITS AS NECE55ARY PRIOR TO U CC)
IN57ALLATIOIJ OF THE PROPOSED SEPTIC 5Y5TEIJ Q
PROPOSED LEACHING SETBACK TO -^ ,; Ir W ~ a f
a aC-i D r -" -c z r
-� SURFACE WATER 115 LF Y _ Ls rt.r,-[_- rc.;•I -L anrl, CD
z
- p� D- v � -FL:. T^! aSit•-fGi _H ip:l 'fS Vim/ W W
. tl - /, 8J :F.,h i�'1"CC• - -FtiJ_c�l.":7:z"'T
C ..- - - '.-- ` W Y
` X ei°5• _ �•-1 !1, Cg-,o <r-_ Q z Lv
S, "C- 15-P.i"V:/_•F.`lf'a71�4 ` - t'7•ta C7 d.Q
` X
el-7. b. :Y-D:.L:. T'•;'ii � 'fes.^.: � z I—
W rr W
! i�•/'iCs; - �o��r "h.t_-�-. - _ �J";'�Ft TtP
,�'��,.. 7 Z W U)ca Grp 'rr-a_TLc da-r• ,NC.' Q !1'1 1—
N PROPOSED 2X 4 75'WIDTH BY 25.5'LENGTH LEACHING GALLEY PSD �- w � 1<0
x
S816 TRENCHES WITH 1-FOOT EFFECTIVE DEPTH' ND H-20 TRAFFIC RATED U a
J HYDROACTION CONTROL PANEL, = cn
1 LAND N/F OF THOMAS SIMON COVERS, TOTAL OF SIX(6)LEACHING GALLE Z ¢p
- COMPRESSOR ASSEMBLY AND VENT IMPROVED-PUBLIC WATER W o n
t ELECTRICALa -
HYDROACTION: 0
20 AMPS
ORENCO.PUMP STATION' , 20 AMPS �0�, I6i 1 SOIL CONDITIONS.TEST HOLE FROM FOIL OF NEIGHBORING PROPERTY.R10-13-002ONE �
W
0-6"LOAM,0.5'-3'BROWN CLAYEY SAND T-7'BROWN S PAL%BROWN MEDIUM SAND(SP),
PROPOSED PRECAST a.e.R� .�.� IN
HYDROACTION MODEL-AN-500C I/A 1 9 EGROUNDWATER AT EL.0.5',7'-1 3'WATER IN PALE BROWN FIN€TO MEDIUM SAND, W
bwTs
PROPQSED ORENCO SIMPLEX PUMP_ ,
�— PSD LEACHING TRENCHES DESIGNED FOR 1-5 MIN/INCH PERCOLATION RATE AND 4 DATE.11-18-2020
STATION W/DEADMAN AND PF:3005 - BEDROOM HOME CONTRACTOR TO EXCAVATE DOWN TO SP SAND AND BACKFIL4 WITH
PUMP, CLEAN SAND FILL AS NECESSARY TO BASE OF PSD TRENCH.APPROXIMA fELY 3Q YARDS SCALE: 1:20
NOV 5 2021 OF CLEAN SAND FILL ' r DESIGNER.TAO
PSD LEACHING CALCULATION' c SHEET:
FUJI CEN-5 CATEGORY 1 ItA OWTS
SAN ITAf�Y S ITE PLAN - - ---D:� "c) Ji TFUSt�'GS _ v� i 3 GPD/SF AT 1-S MINUTE PERCOLATION RATE d ,
" '---•�•-•----------•--•••-�- W LEACHING GALLEYS 4 8 SF/LF,USE MAX 3 25 SF/LF
440 GPD/3.0 GPD/SF/3.25 SF/LF=45,12 LF Em
SCALE= 1 :20 USE 2X25.5 LF LEACHING GALLEY TRENCHES.TOTAL OF 51 LF>45.12 LF
A5-BUILT 51TE!WORMaT1011
-SUFFOLY,COUI`JTY TAX MAP;D i 000-9 I-I-8 �f��5�F Pu�Lro<r�ce�y
-EX:5TING 4 5EDPCOM HOME 140 PRCP05ED CONS T RIJCTIOIV
-LOT AREA-O 33 ACRE5. 14 195 5F
PP.OPERTY LOC^TED AT 440 5UNSE, WAY
g -50UTHOLD,TOWN OF 5OL'THOLD 5UFFOLr COUP'T1','VE\%1 YORY,
-5URVEY PROVIDED BY JOhN C ChLEP5 LAPD 5UPVEYOR WY'fEEis �e
�t 5LRVE, D 07-30-2004 JPDATFD Q 27-2005
'E� - -
-VEP,TICAL DATUIU-NAVD-!988 DAT UM
u -SURFACE WATER 5HOV.N ON 5URVEy751TE PLAID a d'
E..IS�1!lg -ALL HOf iE5 WITHIN 150LF ARE CONNECTED TO PUBLIC WATER � �
m C e l-s•g GENERAL NOTES
�4 4 .� 1 EXISTING 4-BEDROOM HOME WITH FAILING-5ANITAPY BLOCK CE55POOL(5,1
LAND N/F OF FRANK MANGANO G r 5 L a n- F-
2 EMER E(dCY VA w\TS_\N;TARY REPACEMENT LE_IGN-_UFFQL COUNTY51P GRANT PROJECT
! IMPROVED-P.UBLIC WATER ` # 3 51TF PLAN AND P.EFEREN;,E ELEVATIO145 TO BE U5ED FOP.EMERGENCY IIA 014/T5 5ANITARY SYSTEM
} t°"i ire;, COiV51 RL'CT!ON ONLY EXACT PROPERTY 5TPUCTURE FOOTPRINT.PROPEF.TY BOUNDARIES TANK
r
OVERHEAD of e y _ AND l i 07Y LOCATION5 AND ELEVATIONS ARE NOT GUARANTEED
- ELECTRICAL
4 ON51TE UTILITY MARY,-OUTS TC BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING 51TF
g �5 't SERVICE WORK
1-39.66 - 5 SOIL TEST HOLE DATA PROVIDED FOR,NEIGHBORHOOD HOME LOCATED AT 2855 CEDAR BEACH
P20�� , § _ M K ry Y ROAD 50UTHCO NY RIO-13-002 SP SANG MATERIAL UVAS FOUND 3 O'BELOW GRADE
'? - _ 1 GROUt4DWATER IhA5 FOUND AT EL O.5'+/-
11cJ` e,<y n EXISTING SAID+TAR`;BLOCK CESSPOOLS TO BE PUMPED AND P�1.10VED OR ABANDONED AS W
-,*-?Y-1
. ' ' ( NECESSARY PEP 5CDH5 5TANDARD5 U
s r a ;I L_ " E I 7 THE HY'JROACDON TANY 15 4NTICIPATED TO BE IN GROUNDWATER Tt,E CONTRACTOR 15
` - X e ° ; - - RE5PON515LE TO DEIVATER A5 NECE55ARY AND INSTALL 5CDH5 APPROVED ANTI-5UOYANCY
4t Xt`PZ= >'G t W
' DEADMAN FOR PRECA5T CONCRETE hYDROACTION TANK
t - ( �?'t 3 { - X C':P - PROP05ED I/A OlAT5 5EPTC 5y5TEM FOP.UP TO 4 BEDROOM FF51DENCE
a a FfClr9Y = ONF(I;PRECA5T HYDROACTION MODEL AN-500C 1/A OWT5 W/AN i I-5JOY'ANCY.TRAFFIC RATED
- g }(${�lt 1 s �; �a •v!w y FIBERS AND CASTINGS TO GRADE W
( 2. ONE HYDROACTION BLOWER VENT AND CONTROL A55Ei,45LY }
- v b = r 3 ONE ORffNCO 5ijAPLE(PUMP STATION AND PF3005 PUMP �-
— 4 TWO(2)25 5 LF ROW5 OF I-FOOT EFFECTIVE DEPTH TRAFFIC RATED LEACHING GA,LEY P5D �jf
0`41q Q T�U6 SF . NI -`�' .�,t� r T �, LFAC4':!!\L TRENCHED TQ f3,L QP SIXI6) i-FOOT LEACHING GALLE'(5 W U) Q
1 l i s ti 5tz tPPROX!MATELY 30 YARD5 OF CLEAN SAND FILL FOR FSE'LEAChING TRFNCHE5 U) ZJ
> # 5 F orne House PUBLIC'� � VA GENFF.AL 5AMTARr 5Y5 T Eh!AND iNc-TALLATION NOTE5 Q
E _= A I/A Ol5 SEPTIC SYSTEM M DESIGNED FOR OF T O 4 BE HOME PER 5JW
FFOU" COUNT, (�
WFIN. FLOOR Ef =8' 2 � � 3 � a WATER �_�� DEFARTId1E VT OF`EALTH S-1,ANDA DS(SCDHS) � �
` r = SERVICE
J EXISTING SEWER INVERT TO BE RELOCATE 2 CONTRACTOR'S RESPONSIBLE FOR DE-1VAiEP.iPJG A5 IJECESSARY GROUN?N'ATEP,ANTICIPATED
T j TO 5,-4'+l-5ELOVd NATIVE GRADE DEPENDING ON TIDAL COIV'JITION5 CONTRACTOR TO TAKE W O
/ BYR. - n
t LICENSED PLUMBING CONTRACTOR.
@ e ALL NECE55ARY 5TEP, -I0 PROPERLY ROPERLY INSTALL TAN;,5 AND DEADMAN IN HIGH GROULDWA-ER Q
CONDITION5 1N4POPT OF 5-,ND OF, ED
P'_A GRAVEL MAY BE REQUIRED
=
- EXISTING BLOCK CESSPOOL TO BE PUMPE EXIS FFE 82 L V
i 3. 5At41TARY GRAVITY DRAIN PIPE INVERT TO 5E RELOCATED AND BE 4-INC,CA5T IRON AT
---'^ t ri .AND ABANDONED PER SCDHS STANDARDS. C WOOD DECK PRaP1E 5<"'t P OPA E i r4 n �P a F F aT;
I, EXIS GRADE 6.2:t %' : FOUNDATION P`=, ETRATION AND 4-INCH PVC 5:)R35 DO./N5TREAP✓'OF•OU JD ON
iY. y r y is j=7.2 4 I/A OV,11`5 SHALL BE 11t5ED FOR WATER TIGh I NE55 PRIOR TO r,RRI\/ING ON51TE U51NIG THE
t } °v - '' ' " _ _ rM EXISTING PROPANE TANK. !VIE-TROD APPROVED BY MANUFACTURER
fes' 5 THE DESIGN ENGINEER SMALL OVERSEE THE OA,15 DUPING EMERGENCY IP45TALLATION AND
_10' r s Y MAINTAIN 10'SETBACK TO -'-y5-,.EP-i STARTUP
SANITARY STRUCTURES. G THE OV+75 IIV5TALLFP 5hALL BE LICENSED HOLD AN ENDORSEMENT FROM SCDH5 AND BE A
60't ___ _,_ ' 7YDROACTION AUTHORI_EC INSTALLER
5'LQN Tr IE OtwT5 IN5TALLEP 5H,\LL PEG�TEP,THE ON51 i E TREAT!VEt4T SYSTEP/\VITP,5CDH5 THE
1C C 4 # 0�-Q 8' DE51C-Iv ENGINEER HALL PROV!DE;44'ERT!FICATION DOCUMENTS AS REQUIRED BY 5CDH5
EXISTING LEACHING SETBACK TO - LG LG zs � 8 ° 8 AN OPERATION AND MAINTENANCE CONTRACT BETNJEEN THE MAINTENANCE PROVIDER AND THE Z
t W
- -� SURFACE WATER 60 LF ,�� � PROPERTY'OWNER SHALL BE PROVIDED 70 SCDH5 FOR I/A Ot�1T5 an'D PSD 51'STEM
`�3�� g �° ,� 9 a GARBAGE C-P.INDER SHALL I;OT BE INSTALLED UP5TREAM OF THE OkbT5
X e3=
I LG LG LG I O WATER.SOFTENER 5ACFV:'ASH 5!-IyLL NOT BE FLU5hED TO PROPOSED SEPTIC 5YSTENA W n
1 COftTRACTOR I5 RE5PON515LE TO 051AIN TOWN BUILDI',IG PERM!TS AS NECESSARY PRIOR TO Uco
IN5TALLAT ION OF THE PROPOSED 5EFTIC SYSTEM Q M
el.
fQ `I PROPOSED LEACHING SETB CK TO Q
_ c,nin, Q/ ~ p
_ SURFACE WATER 115 LF _ ry . _
1,PiJ"h M I111AIUM1
:iv�-,e.,•.�11_� Q WJW
yy S5 #p e3 e'er=, W Y
- ! lsi �6 p�.r,d _ ._ __•.'•.•- =-;-TF_ _:J'iT �C`ai Tt�,',. ,-.-:_ __- Q ` � d Q
z - trI 7 Pa'YS g e� Y ie C,--,G�I r:G.o*�.[T'I—F�•a..'1r,C^ :n-L�.-.,
- U) - 0 O r
t - -p— PROPOSED 2X 4.75'WIDTHIBY 25 5'LENGTH LEACHING GALLEY PSD }- W Q xo
t. TRENCHES WITH 1-FOOT EFFECTIVE DEPTH ND H-20 TRAFFIC RATED 0 0 o m
HYDROACTION CONTROL PANEL, LAND N/F OF THOMAS SIMON = (0
I I COMPRESSOR ASSEMBLY AND VENT GONERS. TOTAL OF SIX(6)LEACHING GALLEY, Z o p
� IMPROVED-PUBLIC WATER W
ELECTRICAL: e C0
HYDROACTION:, -20 AMPS
ORENCO PUMP STATION. 20 AMPS (t��✓ SOIL CONDITIONS TEST HOLE FROM FOIL OF NEIGHBORING PROPERTY:R10-13-0020NE � W
' - PROPOSED PRECAST 0-6"LOAM,0 F-3'BROWN CLAYEY SAND,3'-T BROWN 8 PALElBROWN MEDIUM SAND(SP), �_
HYDROACTION MODEL AN-5QOCl/A GROUNDWATER AT EL 0 5',T-13'WATER IN PALE BROWN FINE TO MEDIUM SAND.
OWTS.WIANTI-BUOYANCY
' PROPOSED ORENCO SIMPLEX PUMP PSD LEACHING TRENCHES DESIGNED FOR 1-5 MIN/INCH PERC DATION RATE AND 4 f DATE:11-18-2020
STATION W/DEADNIAN AND PF-.3005 BEDROOM HOME CONTRACTOR TO EXCAVATE DOWN TO SP SAND AND BACKFILL WITH ;' r On SCALE: 1:20
PUMP'
CLEAN SAND FILL AS NECESSARY TO BASE OF PSD TRENCH APPROXIMATELY 30 YARDS I NOU I;2 Iq l
OF CLEAN SAND FILL 4 - ' DESIGNER-TAO
PSD LEACHING CALCULATION SHEET:
ZS0 ,iTY;01(jT-)wn
" FUJI CEN-5 CATEGORY 1 I/A OWTS
S A N TAY (� �� 3 GPD/SF AT 1-5 MINUTE PERCOLATION RATE
LEACHING GALLEYS 4 8 SF/LF,USE MAX 3 25 SF/LF s l'
440 GPD/3,0 GPD/SF/3.25 SF/LF=45 12 LF
SCALE= 1 :20 USE 2X25.5 LF LEACHING GALLEY TRENCHES,TOTAL OF 51 LF>45.12 LF
41
AI
WIF 7771
1. MFL
XJA <+
41.
:�`•yam f4 r :
L, y�
�� amu' ��'+{� „�.�. •'�'',i�:,
a d -
a J�;iJ•
tt a• � 'vim — _. ._ __ ���.. ''�--�' �
AJC
'^r,.. � .,•.,;.tea'"- .w •.,°�"" a -
ae. .
k
N
CEDAR , B CK , RD, em
COUNTY OF SUFFOLK U